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Dynamics of the small-span railway bridge under moving loads

Abstract

The paper presents the results of dynamic analysis of the small-span railway bridge, subjected to an action of moving trains. Numerical simulations were performed using three different load models: series of moving forces, series of moving single-mass and double-mass oscillators. The parameters of the vehicle were taken from the existing EN57 train. The parameters of the bridge were taken from the existing steel span of 10,24 m long. In both cases, the dynamic parameters were identified based on free-response measurements using modal identification techniques. Vibrations of the midpoint of the bridge as well as the mass of the oscillator have been analyzed. Numerical results obtained for individual load models were compared with the results of in-situ tests performed under operating conditions.

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Category:
Articles
Type:
artykuły w czasopismach
Published in:
MATEC Web of Conferences no. 262, pages 1 - 8,
ISSN: 2261-236X
Language:
English
Publication year:
2019
Bibliographic description:
Szafrański M.: Dynamics of the small-span railway bridge under moving loads// MATEC Web of Conferences -Vol. 262, (2019), s.1-8
DOI:
Digital Object Identifier (open in new tab) 10.1051/matecconf/201926210014
Bibliography: test
  1. A.N. Krylov, Mathematische Annalen, 61 (1905).
  2. S.P. Timoshenko, Izv. Kievsk. Polit. Inst. (1908). open in new tab
  3. H. Saller, Kreidels Verlag, Berlin (1921). open in new tab
  4. H.H. Jeffcott, Phil. Magazine, 8, 48 (1921).
  5. J. Naleszkiewicz, Arch. Mech. Stos., 5, 2 (1953). open in new tab
  6. J.E. Akin, M. Mofid, J. Struct. Eng. ASCE, 115, 1 (1989). open in new tab
  7. G.T. Michaltsos, D. Sophianopoulos, A.N. Kounadis, J. Sound. Vib., 191, 3 (1996). open in new tab
  8. Z. Kączkowski, Zesz. Nauk., Bud. / PŚl, 20, 9-20 (1967).
  9. J. Langer, Arch. Civ. Eng., 19, 2 (1973).
  10. W. Szcześniak, M. Ataman, A. Zbiciak, Roads & Bridges, 1, 2 (2002).
  11. Y.B. Yang, C.W. Lin, J. Sound. Vib. (JSV), 284, 205-226 (2005). open in new tab
  12. M. Klasztorny, Arch. Civ. Eng., 36, 3 (1990).
  13. M. Klasztorny, J. Langer, Arch. Civ. Eng. 36, 1-2 (1990). open in new tab
  14. L. Fryba, Eng. Struct. 23, 548-556 (2001). open in new tab
  15. J. Li, M. Su, J. Sound. Vib., 224, 897-915 (1999). open in new tab
  16. H. Xia, N. Zhang, W.W. Guo, J. Sound. Vib., 297, 810-822 (2006). open in new tab
  17. V.N. Dihn, K.D. Kim, P. Warnitchai, Eng. Struct. 31, 3090-3106 (2009).
  18. M. Klasztorny, Dynamika mostów belkowych obciążonych pociągami szybkobieżnymi (WNT, Warszawa, 2005).
  19. H. Xia, Y.L. Xu, T.H.T. Chan, J. Sound. Vib., 268, 263-280 (2000). open in new tab
  20. Q.L. Zhang, A. Vrouwenvelder, J. Wardenier, Comput. Struct., 79, 1059-1075 (2001). open in new tab
  21. D. Ribeiro, R. Calcada, R. Delgado, EURODYN 2005, Structural Dynamics, 1661-1667 (2005).
  22. L. Apanas, K. Sturzbecher, Arch. Inst. Civ. Eng., 5, 9-33 (2009). open in new tab
  23. K. Żółtowski, A. Kozakiewicz, T. Romaszkiewicz, M. Szafrański, A. Madaj, R. Falkiewicz, K. Raduszkiewicz, K. Redzimski, Arch. Inst. Civ. Eng., 8, 289-299 (2010).
  24. G. Poprawa, S. Pradelok, P. Łaziński, A. Rudzik, Inż. i Bud., 11, 636-640 (2014).
  25. J.N. Juang, R.S. Pappa, J. Guid. Control Dynam., 8, 5, 620-627 (1985). open in new tab
  26. B.L. Ho, R.E Kalman, Regelungshtechnik, 14 (1966). open in new tab
  27. J.J. Hollkamp, R.W. Gordon, J. Sound. Vib., 248,1, 151-165 (2001). open in new tab
  28. W. Gawronski, Dynamics and control of structures: a modal approach (Springer-Verlag, New York, Inc., 1998). open in new tab
  29. M.D. Siringoringo, Y. Fujino, Eng. Struct., 30, 2, 462-477 (2008). open in new tab
  30. K.F. Alvin, A.N. Robertson, G.W. Reich, K.C. Park, Comput. Struct., 81, 1149-1176 (2003). open in new tab
  31. J.N. Juang, Applied system identification (Eng. Clifs: Prentice-Hall, PTR, New Jersey, Inc. 1994). open in new tab
  32. K.A. Petsounis, S.D. Fassois, Mech. Syst. Signal PR, 15, 6 (2001). open in new tab
  33. X. Zhao, H.H. Sun, Y.M. Zheng, Struct. Des. Tall Spec., 18, 625-646 (2009). open in new tab
  34. M. Szafrański, J. Appl. Math. Comput. Mech., JAMCM, 15, 1, 169-180 (2016). open in new tab
  35. M. Szafrański, Impact of the train on railway bridges under varying running parameters, (PhD Thesis (in polish), Gdansk Tech. Univ., Fac. Civil. Eng., 2014).
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Gdańsk University of Technology

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